2026_06_12 APS Coan Permit Set.pdf

PDF 39 MB Posted Jun 22, 2026

Attached to: Coan Building Project
Solicitation number: PE-76110-NONST-2026-000000139
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Jun 25, 2026

This document is a site work construction permit set prepared by BRPH Architects Engineers, Inc. and Breedlove Land Planning, Inc. for Atlanta Public Schools' Coan Middle School Conversion project located at 1550 Hosea L. Williams Drive, Atlanta, Georgia 30317. The project scope includes mill and overlay of existing asphalt, redevelopment and expansion of an existing parking lot, construction of a new parking lot east of the building, and associated grading, stormwater management, and landscaping improvements on a 16.298-acre site with 3.47 acres of disturbed area. The project involves multiple trades including stripping, concrete, masonry, electrical work, site work and utilities, hardscape, fencing, and landscaping. The permit set was released for construction on June 12, 2026, with requests for information due July 1st and bids due July 15th, 2026. A site walk is planned but the specific date is to be determined. The specifications will be released via addenda by June 30th. The point of contact is Jennifer Smith at Jrsmith@fs360.com.

The project includes significant site work components with cut material of 3,000 cubic yards, fill material of 100 cubic yards, demolition debris of 1,500 cubic yards, and an overall haul in/off volume of 2,900 cubic yards requiring a haul route permit from the City of Atlanta. The design includes three underground detention ponds with infiltration trenches for stormwater management to reduce post-developed runoff to less than pre-developed conditions and achieve 80% TSS removal as required by the City of Atlanta. The site is not located within a flood hazard area and contains no state waters or wetlands. Construction is sequenced over six months with phases including pre-construction meeting, installation of erosion control measures, site preparation and demolition, grading operations, utility and storm drain installation, curb and paving installation, landscaping, and final site cleanup. The contractor is responsible for securing utility locating services, obtaining all necessary permits and licenses, providing as-built documentation, and maintaining compliance with all federal, state, county, and local codes and NPDES permit requirements.

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Architects Engineers, Inc.

2727 Paces Ferry Road SE Bldg 1 Suite 1800 Atlanta, Georgia 30339 T 770-933-9242

Board of Professional Engineers License No. PEF003227 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

ARCH/ENGR OF RECORD

DATE

RELEASED FOR CONSTRUCTION

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C09451.002

06/12/2026

ALAN WIECZYNSKI

LA001471

SITE WORK CONSTRUCTION DRAWINGS

FOR:

ATLANTA PUBLIC SCHOOLS COAN

MIDDLE SCHOOL CONVERSION

1550 HOSEA L. WILLIAMS DRIVE, ATLANTA, GA 30317

PREPARED FOR:

ATLANTA PUBLIC SCHOOLS

PROJECT INFORMATION

ADDRESS:

OWNER:

PARCEL ID:

LAND LOTS:

DISTRICT:

ZONING CLASSIFICATION:

SITE AREA:

DISTURBED AREA:

EXISTING / PROPOSED IMPERVIOUS:

1550 HOSEA L. WILLIAMS DRIVE, ATLANTA, GA 30317

ATLANTA PUBLIC SCHOOLS

15 207 04 138

15TH

R-4

16.298 ACRES

3.47 ACRES

4.64 / 6.38 ACRES

SITE DATA PROJECT CONTACTS

DEVELOPER/PRIMARY PERMITTEE:

ATLANTA PUBLIC SCHOOLS

CONTACT: PHILIP WHITTINGTON III

PHONE: 470.898.3430

ARCHITECT:

BRPH ARCHITECTS ENGINEERS, INC.

2727 PACES FERRY ROAD SE

ATLANTA, GA 30339

CONTACT: ALEXANDRA WATSON-LISTER, AIA

PHONE: 404.927.3451

CIVIL ENGINEER & LANDSCAPE ARCHITECT:

BREEDLOVE LAND PLANNING, INC.

15 SIMPSON ST NW

ATLANTA, GA 30308

CONTACT: C'LEE BISHOP

PHONE: 770.483.1173

"TOPOGRAPHIC & BOUNDARY SURVEY" PREPARED BY:

GEOSURVEY

1660 BARNES MILL ROAD

MARIETTA, GA 30062

PHONE: 770.795.9900

SURVEY DATED: 05-20-2026

BLP JOB No. 26052

24-HOUR LOCAL CONTACT

RESPONSIBLE FOR EROSION,

SEDIMENTATION, AND

POLLUTION CONTROLS

NAME: TBD COMPANY: TBD PHONE: TBD

LEVEL IA CERTIFICATION #TBD EXPIRES: TBD

1. NOTIFY ALL UTILITY PROVIDERS 24-HOURS PRIOR TO THE BEGINNING OF UTILITY

DEMOLITION AND REMOVAL OR ADJUSTMENTS.

2. NOTIFY CITY/COUNTY INSPECTOR 24 HOURS PRIOR TO BEGINNING EVERY PHASE

OF DEMOLITION.

3. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE

SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC VIEW AND FROM ADJACENT

RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC.

4. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY

FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND

DISTURBANCE.

5. ACCESS TO SITE DURING CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES

FOR EMERGENCY VEHICLES.

6. TEMPORARY SEDIMENT STORAGE FEATURES AND PERIMETER BMPS SHALL BE

CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION

OR GRADING.

7. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC

CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY

OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT

CONSTRUCTION.

8. CUT AND FILL SLOPES SHALL NOT EXCEED TWO FEET (2') HORIZONTAL TO ONE

FOOT (1') VERTICAL.

9. ANY DISCREPANCY FOUND BETWEEN SHEETS IN THIS SET SHALL BE REFERRED

TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH ANY

CONSTRUCTION ACTIVITY.

10. CONTRACTOR SHALL VERIFY ALL BENCH MARKS AND EXISTING SITE

CONDITIONS PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITY.

11. TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON-SITE. NO TOPSOIL SHALL

BE REMOVED FROM SITE.

12. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,

COUNTY AND LOCAL CODES AND MINIMUM STANDARDS AND SPECIFICATIONS.

13. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE

CONTRACTOR.

14. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND GRADES.

15. TREES TO BE SAVED SHALL BE PROTECTED BY THE CONTRACTOR..

16. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ALL EXISTING

UTILITIES AS NECESSARY.

17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE IN COMPLIANCE WITH ANY AND

ALL APPLICABLE N.P.D.E.S. PERMITS AND CLEAN WATER ACT REQUIREMENTS.

CONTRACTOR SHALL BE RESPONSIBLE AS THE PRIMARY PERMITEE AND

OPERATOR.

18. COMPACTION OF BACKFILL SHALL BE PER CITY OF ATLANTA/DEKALB COUNTY

STANDARDS.

19. THERE SHALL BE NO BURIAL OF CONSTRUCTION DEBRIS OR ORGANICS ON THIS

SITE. CONTRACTOR SHALL DISPOSE OF DEBRIS IN A MANNER THAT MEETS ALL

FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS SET FORTH BY THE

GOVERNING AGENCY.

20. CONTRACTOR SHALL PROVIDE ALL RECORD DRAWINGS "AS-BUILTS" AS

REQUIRED BY CITY OF ATLANTA/DEKALB COUNTY AND THIS CONTRACT

21. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY CITY OF

ATLANTA/DEKALB COUNTY OF ANY LAND DISTURBING ACTIVITIES WITHIN

WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO

CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY

WETLAND AREA DISTURBANCE.

22. ALL CONSTRUCTION TO COMPLY WITH CITY OF ATLANTA/DEKALB COUNTY

STANDARDS.

GENERAL NOTES

1. CONTRACTOR SHALL REFER TO PHASING SECTION OF THE SPECIFICATIONS. ALL

DEMOLITION SHALL BE COORDINATED WITH PHASING.

2. WORK DONE AHEAD OF SEQUENCE OR FOR TEMPORARY PROVISIONS SHALL

HAVE EXISTING DISTURBED SURFACES PATCHED TO MATCH ORIGINAL

CONDITIONS UNTIL NEW CONSTRUCTION REPLACES SUCH REPAIRS OR

MODIFICATIONS.

3. CONTRACTOR SHALL PROVIDE NECESSARY EROSION CONTROL MEASURES

DURING THE DEMOLITION PHASE OF CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL ITEMS

REMOVED FROM SITE. DISPOSAL SHALL COMPLY WITH ALL FEDERAL, STATE,

AND LOCAL CODES. THERE SHALL BE NO ON-SITE BURIAL OF DEBRIS

GENERATED FROM CONSTRUCTION ACTIVITIES.

5. UNLESS OTHERWISE NOTED, EXISTING ITEMS WITHIN THE PROJECT LIMITS WILL BE

RETAINED IN PLACE AND PROTECTED FROM DAMAGE DURING THE

CONSTRUCTION PERIOD. ANY FACILITIES THAT ARE DAMAGED WILL BE

REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.

6. CONTRACTOR SHALL SAVE & PROTECT ALL BUILDINGS, FOUNDATIONS,

CANOPIES, FENCES, PLAY EQUIPMENT, ETC. ON THE PROPERTY, UNLESS

OTHERWISE NOTED. DAMAGE SHALL BE REPAIRED/REPLACED BY THE

CONTRACTOR AT NO COST TO THE OWNER.

7. CONTRACTOR SHALL SAVE AND PROTECT ALL EXISTING STORM DRAINAGE

STRUCTURES UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL FENCING WITHIN

LIMITS OF WORK UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL COORDINATE WITH OWNER THE REMOVAL ANY EXISTING

LANDSCAPE MATERIALS OR SITE FEATURES WHICH THE OWNER ELECTS TO

RETAIN.

10. CONTRACTOR SHALL ACCOMPLISH DEMOLITION WITHIN THE DRIP-LINE OF

EXISTING SPECIMEN TREES BY UTILIZING HAND LABOR PROCEDURES WITHOUT

DAMAGING THE ROOT SYSTEM OF TREE.

11. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SAFE, CLEARLY MARKED

PEDESTRIAN ACCESS ROUTES TO ALL BUILDING ENTRANCES THROUGHOUT ALL

PHASES OF CONSTRUCTION.

12. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AT

ALL TIMES.

13. LIMITS OF CURB AND GUTTER DEMOLITION ARE SUBJECT TO THE NEAREST

CONSTRUCTION JOINT.

14. CURB AND GUTTER AND WALKS SHALL BE REPAIRED TO THE NEAREST

CONSTRUCTION JOINT.

15. CONTRACTOR SHALL PROVIDE ABRASION SAW CUTS PRIOR TO DEMOLITION

ADJACENT TO ALL PAVEMENT AREAS TO BE SAVED FAILURE TO PROVIDE A

CLEAN EDGE MAY RESULT IN ADDITIONAL DEMOLITION AND NEW PAVEMENT

INSTALLATION PAID FOR AND EXECUTED BY THE CONTRACTOR.

16. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OR

RELOCATION (AT HIS/HER EXPENSE) OF EXISTING ITEMS THAT CONFLICT WITH

NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL

AND/OR RELOCATION OF ALL ITEMS WHERE NEW PAVING IS LOCATED.

18. CONTRACTOR SHALL REPAIR TO EXISTING CONDITIONS ANY PAVING OR SITE

FEATURE DEMOLISHED OR DAMAGED DURING INSTALLATION OF NEW RAIN

LEADERS, UTILITIES OR OTHER NEW SITE FEATURES.

19. CONTRACTOR SHALL RELOCATE OR ADJUST AS NECESSARY ALL EXISTING

UTILITY APPURTENANCES (CLEAN OUTS, VALVE/METER BOXES AND/OR COVERS,

MANHOLES, ETC.) LOCATED WITHIN THE LIMITS OF CONSTRUCTION TO FINISHED

GRADE AT NO ADDITIONAL COST TO THE OWNER.

20. CONTRACTOR SHALL COORDINATE THE REMOVAL AND OR RELOCATION OF

EXISTING GAS AND WATER METERS, VALVES, LINES, POWER, TELEPHONE AND

CABLE LINES THAT SERVICE THE EXISTING BUILDINGS WITH THE APPROPRIATE

UTILITY COMPANIES.

21. CONTRACTOR IS RESPONSIBLE FOR REPAIRING IMMEDIATELY ANY DAMAGE TO

AN ACTIVE UTILITY.

22. REFER TO SITE UTILITY PLANS FOR RELOCATION, REMOVAL, ABANDONMENT,

AND/OR MODIFICATION OF ALL EXISTING PLUMBING FEATURES ON SITE.

GENERAL DEMOLITION NOTES

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTION OF BACKFILL OF ALL

UTILITY TRENCHES WITHIN SITE WORK LIMITS. THIS INCLUDES TRENCHES DUG AND

BACKFILLED BY LOCAL UTILITIES, SUCH AS POWER, GAS, TELEPHONE, ETC.

CONTRACTOR SHALL PROVIDE ADDITIONAL BACKFILL AND COMPACTION AS

NECESSARY, IF SETTLEMENT OCCURS.

EXCESS CUT MATERIAL: IF QUANTITY OF GRADING MATERIAL IS IN EXCESS OF

QUANTITIES NECESSARY TO PROVIDE FINISH GRADE ELEVATIONS INDICATED ON

DRAWINGS, EXCESS MATERIAL SHALL BE HAULED OFF SITE. HAULING AND DISPOSAL

OF EXCESS MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE

OWNER. CONTRACTOR IS RESPONSIBLE FOR ABIDING BY ALL LOCAL, STATE, AND

FEDERAL REGULATIONS IN DISPOSING OF EXCESS MATERIAL.

EXCESS CUT

INSUFFICIENT FILL MATERIAL: IF QUANTITY OF GRADING MATERIAL IS INSUFFICIENT TO

PROVIDE FINISHED GRADE ELEVATIONS INDICATED ON DRAWINGS, CONTRACTOR

SHALL OBTAIN ADDITIONAL FILL MATERIAL OF SPECIFIED QUALITY FROM AN

OFF-SITE SOURCE. OBTAINING, HAULING, PLACEMENT, COMPACTION, AND

STABILIZATION OF ADDITIONAL FILL MATERIAL SHALL BE PERFORMED AT NO

ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ABIDING BY ALL LOCAL, STATE, AND FEDERAL REGULATIONS IN OBTAINING FILL

MATERIAL.

INSUFFICIENT FILL

1. NOTIFY CITY/COUNTY INSPECTORS 24 HOURS BEFORE BEGINNING OF EVERY

CONSTRUCTION PHASE.

2. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY

FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND

DISTURBANCE.

3. THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES AND

PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING

ACTIVITIES AND CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT

GROUNDCOVER IS ESTABLISHED.

4. ALL SEDIMENT BARRIERS SHALL BE INSTALLED PRIOR TO ANY GRADING.

5. SEDIMENT BARRIER DEVICES SHALL BE INSPECTED AND REPAIRED OF

DAMAGE DAILY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND

SPREAD ON SITE.

6. ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS CONSTRUCTION

PHASE PERMITS.

7. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AT

ALL TIMES. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES

SHALL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION OR AS

REQUIRED BY COUNTY.

8. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

AND PRACTICES, WHETHER TEMPORARY OF PERMANENT, SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

9. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET SHALL BE

REFERRED TO THE ARCHITECT BY THE CONTRACTOR FOR CLARIFICATION

BEFORE PROCEEDING WITH THE WORK.

10. SEDIMENT STORAGE LEVEL MARKERS MUST BE INSTALLED IN SEDIMENT

STORAGE STRUCTURES, INDICATING THE 1/3 FULL VOLUME.

11. MAXIMUM CUT OR FILL SLOPE IS (2:1) 2' HORIZONTAL TO 1' VERTICAL.

12. CONTRACTOR SHALL PROVIDE TEMPORARY DOWN DRAINS ON FILL SLOPES TO

PREVENT EROSION PRIOR TO STABILIZATION.

13. CONTRACTOR SHALL REMOVE ACCUMULATED SEDIMENT FROM DETENTION BASIN

AT END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN FULLY

STABILIZED.

14. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

15. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

16. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS

SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

EROSION CONTROL GENERAL

NOTES

NOTE: CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL

EXISTING AND PROPOSED BUILDINGS DURING CONSTRUCTION. NO EXISTING OR

PROPOSED STORM STRUCTURES SHALL BE REMOVED, BLINDED OR COMPROMISED

AT ANY TIME DURING THE CONSTRUCTION PERIOD WITHOUT PROVIDING ADEQUATE,

TEMPORARY, CONVEYANCE TO THE EXISTING DETENTION POND. AT NO TIME SHALL

THE FLOW FROM EXISTING AND/OR PROPOSED STORM SYSTEMS BE INTERRUPTED

AND LEFT UNATTENDED BY THE CONTRACTOR.

GRADING NOTES

THERE ARE NO STATE WATERS LOCATED ON OR WITHIN 200' OF THIS SITE.

THERE ARE NO WETLANDS LOCATED ON OR WITHIN 200' OF THIS SITE.

SITE

VICINITY MAP

FLOODPLAIN MAP

FLOOD PLAIN STATEMENT:

THE PROJECT SITE DOES NOT LIE WITHIN A FLOOD HAZARD AREA PER FIRM PANEL 13089C0064K, WITH AN EFFECTIVE DATE OF 08-15-2019.

1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR

EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT

SOURCE.

3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14

DAYS SHALL BE STABILIZED WITH MULCH AND TEMPORARY SEEDING.

4. ANY DISTURBED AREAS REMAINING IDLE FOR 30 DAYS SHALL BE STABILIZED

WITH PERMANENT VEGETATION.”

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST

WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY.

6. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.

7. SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION 171 – TYPE C

TEMPORARY SILT FENCE, OF THE GEORGIA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS, 1993 EDITION, AND BE WIRE REINFORCED.

8. THE PROPERTY OWNER AND CONTRACTOR ARE EQUALLY RESPONSIBLE FOR

ALL EROSION CONTROL ACTIVITIES.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED

PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND

EFFECTIVENESS OF EROSION CONTROL DEVICES, NOT THE CITY OF ATLANTA.

10. ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE

APPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OF

VEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBED

AREAS SHALL BE TEMPORARILY STABILIZED USING 2”-4 ” OF MULCH (DS1).

ADDITIONAL PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF

GRASS FAILS TO GROW.

11. THE CITY’S DESIGNEE WILL VERIFY ADEQUATE COVER (100% COVER, 70%

DENSITY) OF PERMANENT STABILIZATION (DS3, DS4).

12. SILT FENCES SHALL NOT BE PLACED IN STREAM BUFFER OR FLOODPLAINS,

UNLESS UTILIZED FOR THE CONSTRUCTION OF AN EXEMPT ACTIVITY (I.E.

ROADWAY DRAINAGE STRUCTURES, SEWER/WATER CROSSINGS, OR DRAINAGE

STRUCTURES) PER THE APPROVED PLANS. FOR SUCH DISTURBANCES WITHIN

THE BUFFER, THE AREA SHALL BE IMMEDIATELY STABILIZED USING EROSION

CONTROL MATTING AND/OR BLANKETS ONCE THE ACTIVITY IS COMPLETE.

13. INDIVIDUAL BUILDER (WITHIN A COMMON DEVELOPMENT) MUST FILE A NOTICE

OF INTENT (NOI) WITH EPD FOR COVERAGE UNDER NPDES GAR 100003 AS

SECONDARY PERMITTEE 14 DAYS PRIOR TO LAND DISTURBANCE ACTIVITY. NOI

MUST BE POSTED ON SITE AT ALL TIMES.

14. SEDIMENT STORAGE VOLUME @ 67 CY/ACRE MUST BE INSTALLED PRIOR TO

ANY OTHER LAND DISTURBANCE ACTIVITY AND IN PLACE UNTIL FINAL

STABILIZATION OCCURS.

15. FOR EACH SITE ON WHICH LAND DISTURBING ACTIVITY OCCURS, EACH ENTITY

OR PERSON ACTING AS EITHER A PRIMARY, SECONDARY, OR TERTIARY

PERMITTEE, AS DEFINED IN THE STATE GENERAL PERMIT, SHALL HAVE AS A

MINIMUM ONE PERSON WHO IS IN RESPONSIBLE CHARGE OF EROSION AND

SEDIMENTATION CONTROL ACTIVITIES ON BEHALF OF SAID ENTITY OR PERSON

AND MEETS THE APPLICABLE (LEVEL 1A) EDUCATION OR TRAINING

CERTIFICATION REQUIREMENTS (O.C.G.A. 12-7-19(A)(2)).

16. SUBCONTRACTORS INVOLVED WITH LAND DISTURBANCE ACTIVITIES SHALL

MEET THE EDUCATION REQUIREMENTS (LEVEL 1) DESCRIBED IN O.C.G.A 12-7-19.

CITY OF ATLANTA ES&PC NOTES

DOMESTIC WATER

FIRE MAIN

TREE PROTECTION FENCE

LIMITS OF CONSTRUCTION

FIRE HYDRANT

GRAVITY SANITARY SEWER

FORCE MAIN

EXISTING TREE TO BE REMOVED

POST INDICATOR VALVE

PIV

CONCRETE THRUST BLOCKINGTB

WATER VALVEWV

CURB INLET - GDOT STANDARD 1019a

W/ TYPE 'E' HOOD

SINGLE-WING CATCH BASIN -

GDOT STANDARD 1033D

DOUBLE-WING CATCH BASIN - GDOT

STANDARD 1034D

REINFORCED CONCRETE PIPE (CLASS

IV OR V) W/ RUBBER O-RING GASKET

POLYVINYL CHLORIDE PIPE

(SCHEDULE 40)

SAFETY END SECTION - GDOT

STANDARD 1122

FLARED END SECTION - GDOT

STANDARD 1122

SITE PLAN LEGENDS

LAYOUT & STAKING SITE UTILITIES

PAVEMENT MARKINGS

GENERAL

SIGNAGE

STORM DRAINAGE

SITE GRADING

AST2-SB

PROPOSED INTERMEDIATE CONTOURS

PROPOSED INDEX CONTOURS

SPOT ELEVATION

BERM

HIGH POINT

LOW POINT

SWALE

SLOPE INDICATOR (H:V)

FLOW DIRECTION

s 2:1

COORDINATE POINT

POINT OF BEGINNING

DETAIL REFERENCE

SIGN

STOP SIGN - MUTCD STANDARD R1-1

YIELD SIGN - MUTCD STANDARD R1-2

NO PARKING SIGN - MUTCD STANDARD R8-3a

DO NOT ENTER SIGN - MUTCD STANDARD R5-1

ONE WAY SIGN - MUTCD STANDARD R6-2

P.O.B.

C700

PARKING ARROW - STRAIGHT, WHITE

PARKING ARROW - TURN, WHITE

PAINTED CROSSWALK - WHITE

ADA PARKING ACCESS AISLE - BLUE

ONE

WAY

YIELD

STOP PAINTED WORD "STOP" - WHITE

PAINTED WORD "ONLY" - WHITEONLY

HANDRAIL AND/OR GUARDRAIL

G.DO.T. TYPE 4010 VEHICULAR GUARDRAIL

H.P.

L.P.

50.5

FINISHED GRADE AT TOP OF WALL

FINISHED GRADE AT BOTTOM OF WALL

TW 50.5

BW 50.5

TOP OF CURB ELEVATION+TC 50.5

FES

SES

DI (PED. TOP)

CI (1019a)

SWCB

DWCB

OCS

HDPE

AST2

DIP

RCP

HEADWALL

CATCH BASIN / GRATE INLET

JUNCTION BOX

DROP INLET - PEDESTAL TOP

OUTLET CONTROL STRUCTURE

HIGH-DENSITY POLYETHYLENE PIPE

ALUMINIZED STEEL TYPE 2 PIPE

DUCTILE IRON PIPE

PVC

A1 STORM STRUCTURE LABEL

INV. IN

INV. OUT

HGL

INVERT ELEVATION - IN

INVERT ELEVATION - OUT

HYDRAULIC GRADE LINE

TOP TOP OF STRUCTURE ELEVATION

TH. THROAT OF STRUCTURE ELEVATION

DETAIL#

SHEET#

AST2 SPIRAL RIB CMP (MANNING'S

n=0.012, ULTRAFLOW (TM) OR

APPROVED EQUAL

Sheet List Table Sheet Number Sheet Title

C000 COVER SHEET

C010 TOPOGRAPHIC & BOUNDARY SURVEY

C100 SITE DEMOLITION PLAN

C200 SITE LAYOUT & STAKING PLAN

C300 SITE GRADING PLAN

C310 STORM DRAINAGE PLAN

C320 STORM PIPE PROFILES

C400 NPDES NOTES SHEET 1 OF 2

C401 NPDES NOTES SHEET 2 OF 2

C410 ES&PC PLAN - INITIAL PHASE

C420 ES&PC PLAN - INTERMEDIATE PHASE

C430 ES&PC PLAN - FINAL PHASE

C440 ES&PC DETAILS

C600 TREE PROTECTION PLAN

C610 TREE REPLACEMENT PLAN

C700 SITE WORK CONSTRUCTION DETAILS (SHEET 1 OF 4)

C701 SITE WORK CONSTRUCTION DETAILS (SHEET 2 OF 4)

C702 SITE WORK CONSTRUCTION DETAILS (SHEET 3 OF 4)

C703 SITE WORK CONSTRUCTION DETAILS (SHEET 4 OF 4)

C000

COVER SHEET

SCOPE OF WORK DIRT STATEMENT

NO GRADED SLOPE SHALL EXCEED 2H:1V

HAUL ROUTE PERMIT

CONTRACTOR SHALL OBTAIN A HAUL ROUTE PERMIT WITH THE CITY OF ATLANTA

PRIOR TO HAULING MATERIALS OFF-SITE.

CUT: 3,000 CY

FILL: 100 CY

DEMOLITION DEBRIS: 1,500 CY

OVERALL HAUL IN/OFF VOLUME: 2,900 CY TOTAL

NOTE: FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY

THIS PROJECT IS AN EXISTING MIDDLE SCHOOL LOCATED IN ATLANTA, GEORGIA.

THE SCOPE OF THIS PROJECT INCLUDES MILL AND OVERLAY EXISTING ASPHALT,

REDEVELOPMENT AND EXPANSION OF AN EXISTING PARKING LOT, A NEW PARKING

LOT TO THE EAST OF THE BUILDING AND ASSOCIATED GRADING, STORMWATER AND

LANDSCAPING IMPROVEMENTS.

CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND PAY FOR ALL AS-BUILT

INFORMATION AS REQUIRED BY LOCAL ISSUING AUTHORITY. CONTRACTOR SHALL

VERIFY AND INCLUDE PRICING FOR REQUIRED AS-BUILT INFORMATION DURING

BIDDING PROCESS. AS-BUILT INFORMATION MAY INCLUDE, BUT NOT BE LIMITED TO,

SANITARY SEWER, DOMESTIC WATER, FIRE LINES, FORCE MAINS, OVERHEAD AND

UNDERGROUND POWER, PHONE, GAS, CABLE, STORM AND ALL DETENTION & WATER

QUALITY FACILITIES. REQUIRED AS BUILT INFORMATION SHALL BE PROVIDED AT

LEAST THREE WEEKS PRIOR TO APPLICATION FOR FINAL CERTIFICATE OF

OCCUPANCY.

AS-BUILT SURVEY OF DETENTION FACILITY SHALL CONTAIN (AT A MINIMUM) THE

FOLLOWING:

A. ALL CONTOURS AND ELEVATIONS (ABOVE GROUND DETENTION FACILITY).

B. DIAMETER, LENGTH, TYPE OF MATERIAL, ALL INVERTS OF HEADERS, BARRELS,

OUTLET CONTROL STRUCTURES AND OUTLET PIPES (UNDERGROUND DETENTION

FACILITY)

C. BOTTOM OF BASIN ELEVATION IN FRONT OF OUTLET DEVICE AND OPPOSITE

END OF BASIN TO VERIFY POSITIVE DRAINAGE.

D. TOP OF WALL OR DAM ELEVATION TO VERIFY FREEBOARD.

E. WIDTH OF DAM (IF APPLICABLE) AT TOP OF DAM.

F. MAXIMUM PONDING ELEVATION AND LIMITS OF PONDING.

G. LOCATION OF POND IN RESPECT TO PROPERTY LINES, ROAD RIGHT- OF-WAYS

AND OTHER EASEMENTS.

H. REGISTERED SURVEYOR'S SEAL.

I. DATE OF AS-BUILT SURVEY.

J. DETAIL OF OUTLET DEVICE SHOWING ALL ELEVATIONS AND DIMENSIONS.

AS-BUILT HYDROLOGIC STUDY SHALL CONTAIN THE FOLLOWING:

A. APPROPRIATE GEORGIA REGISTERED PROFESSIONAL SEAL.

B. DATE OF STUDY.

C. ALLOWABLE RELEASE RATES AS INDICATED IN THE ORIGINAL DESIGN FOR ALL

STORMS

D. DESIGN VOLUMES AS INDICATED IN THE ORIGINAL STUDY FOR ALL STORMS.

E. CALCULATIONS SHOWING THE ACTUAL 2, 10, 25, AND 100 YEAR RELEASE RATES,

PONDING ELEVATIONS AND VOLUMES.

F. DETAIL OF OUTLET DEVICE SHOWING ALL ELEVATIONS AND DIMENSIONS.

G. DRAINAGE MAP

AS-BUILT REQUIREMENTS

B R E E D L O V E

LAND PLANNING

GA COA PEF003134, EXP. 06/30/26

Site Design Professionals

1. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE THE SERVICES OF A

PRIVATE UTILITY LOCATOR FIRM DURING THE ENTIRE COURSE OF CONSTRUCTION.

CONTRACTOR SHALL PAY FOR SAID SERVICES.

2. CONTRACTOR SHALL IMMEDIATELY REPAIR ALL UTILITIES DAMAGED BY

CONSTRUCTION ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER.

3. THE UTILITIES SHOWN ARE SCHEMATIC AND FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE

PLANS. THE DESIGN PROFESSIONAL ASSUMES NO RESPONSIBILITY FOR THE

LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

VERIFY THE LOCATIONS OF UTILITIES WITHIN THE LIMITS OF THE WORK. DAMAGE

TO EXISTING UTILITIES BY THE CONTRACTOR, FROM HIS/ HER OPERATIONS

SHALL BE IMMEDIATELY REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTION OF BACKFILL OF ALL

UTILITY TRENCHES WITHIN SITE WORK LIMITS. THIS INCLUDES TRENCHES DUG AND

BACKFILLED BY LOCAL UTILITIES, SUCH AS POWER, GAS, TELEPHONE, ETC.

CONTRACTOR SHALL PROVIDE ADDITIONAL BACKFILL AND COMPACTION AS

NECESSARY, IF SETTLEMENT OCCURS.

UTILITY LOCATION NOTES

1. DO NOT DUPLICATE DRAWINGS WITHOUT PERMISSION.

2. READ THE SPECIFICATIONS. THIS SET OF DRAWINGS AND SPECIFICATIONS

DEFINE PROJECT SCOPE AND CONTRACT REQUIREMENTS. INDIVIDUAL SHEETS

SEPARATED FROM THE SET MAY NOT ADEQUATELY REFLECT ALL INFORMATION

NEEDED TO SUITABLY COVER CERTAIN ITEMS. DO NO SEPARATE THIS SET OF

DRAWINGS INTO INDIVIDUAL SHEETS.

DO NOT BREAK OR DUPLICATE

CALL BEFORE YOU DIG

GEORGIA LAW MANDATES THAT, BEFORE BEGINNING ANY MECHANIZED DIGGING OR

EXCAVATION WORK, YOU MUST CONTACT GEORGIA 811 BY USING EREQUEST ON

WWW.GEORGIA811.COM OR BY CALLING 811 OR 1-800-282-7411 AT LEAST 48 HOURS BUT

NO MORE THAN 10 WORKING DAYS IN ADVANCE TO HAVE UTILITY LINES MARKED.

AT E

TCETIHCR

RED

REG

EPACS

G I O

PROFESSIONAL

No. 1471

LAN

ANDREW W I ECZYN

TOTAL SITE SIZE (DISTURBED AREA)

SITE PROPOSED IMPERVIOUS

SURFACE BREAKDOWN

151,153 SQ. FT. (3.47 AC)

TOTAL REPLACED / PROPOSED IMPV. SURFACE

ASPHALT PAVING

CONCRETE WALKWAY

MILL AND PAVE

150,749 SQ. FT (3.46 AC).

113,603 SQ. FT. (2.6 AC)

8,404 SQ. FT. (0.19 AC)

28,741 SQ. FT. (0.66 AC)

CPED

N/F PROPERTY OF

Wylde Center Inc.

DEED BOOK 32243 / PAGE 672

PLAT BOOK 225 / PAGE 74

N/F PROPERTY OF

Anna Howarth

DEED BOOK 29499 / PAGE 360

ZONED R-4

N/F PROPERTY OF

Veronika Penciakova

DEED BOOK 30208 / PAGE 450

ZONED R-4

PID:15 207 04 127

PID:15 207 04 128

PID:15 207 04 129

N/F PROPERTY OF

Kayla Ann Bellman

DEED BOOK 31416 / PAGE 626

ZONED R-4

PID:15 207 04 130

N/F PROPERTY OF

Mary Elizabeth Trice

DEED BOOK 25721 / PAGE 708

ZONED R-4

PID:15 207 04 131

N/F PROPERTY OF

Christopher Gibbs

DEED BOOK 30923 / PAGE 248

ZONED R-4

PID:15 207 04 132

ZONED R-4

N/F PROPERTY OF

Elizzabeth P. Solomon

DEED BOOK 24821 / PAGE 441

ZONED R-4

PID:15 207 04 133

N/F PROPERTY OF

Green Shutters Group LLC

DEED BOOK 21069 / PAGE 585

ZONED R-4

PID:15 207 04 134

N/F PROPERTY OF

James R. Schoen

DEED BOOK 23223 / PAGE 568

ZONED R-4

PID:15 207 04 135

N/F PROPERTY OF

Ioannis Laouros

DEED BOOK 30105 / PAGE 170

ZONED R-4

PID:15 207 04 142

N/F PROPERTY OF

Christopher Sheehy

DEED BOOK 22006 / PAGE 633

ZONED R-4

PID:15 207 04 136

N/F PROPERTY OF

Thomas C. Tingle

DEED BOOK 27042 / PAGE 180

ZONED R-4

PID:15 207 04 137

Mariano Daniel Alvarez

HOSEA L WILLIAMS DRIVE

(VARIABLE PUBLIC R/W)

0' P

U B

R /W

23"OAK

29"OAK

28"OAK25"OAK

30"OAK

22"ELM

39"OAK

13"ELM

9x8x7"ELM

15"MAPLE

10"MAPLE

28"WALNUT

26"OAK

9"ELM

9x6"ELM

10"ELM

12"ELM 26"OAK

11x10x8"BIRCH

FLAG

POLE

11x10"BIRCH

33"OAK

12"OAK20"OAK16"OAK9"OAK

15"MAPLE 9"MAPLE 25"OAK

12"DOGWOOD

17"DOGWOOD

7x9"DOGWOOD 11"MAPLE

29"OAK

28"OAK

15"MAPLE

C.O.

S S

10"ASH

11"ASH12"ASH11"MAPLE12"ASH7"ASH8"ASH

6"MAPLE 13"OAK 13"OAK 15"OAK

9"OAK 11"OAK

15"MAPLE13"MAPLE

12"OAK 13"OAK 13"OAK 9"OAK 11"OAK 12"OAK 13"OAK

9x9"EUROPLUM

20"OAK

20"OAK 20"OAK

S S

C.O.

11"OAK

11x7"BIRCH

16x13x13"OAK

8"MAPLE

18"OAK

9"BIRCH

36"OAK

7x6"REDBUD

23"OAK

6x14x4x4x4"REDBUD

6"EUROPLUM

12"OAK

OVERHANG

BUS STOPCANOPY

967.95

8X11MULBERRY

967.92

8X13MULBERRY

26"PECAN

42"OAK

43"OAK44"OAK

12"B.PEAR

56"OAK 45"OAK

40"OAK

HOLLY

21x17x10"OAK

24"OAK 27"OAK 22"OAK

PRIVET 6"MULBERRY

40"PINE

12"CHERRY

35"PINE

40"SYCAMORE

45"OAK

6x7"MULBERRY

20"PINE

12"TREE OF HEAVEN

7x8x8x11x12"MULBERRY

6x16"MULBERRY

25"PINE

40"GUM

CANOPY

OVERHANG

49"GUM

CLUSTER

37"OAK

7"ASH

CLUSTER

PRIVET

CLUSTER

HOLLY

CLUSTER

SAMMYE COAN BUILDING

2-STORY BRICK BUILDING

FFE=976.51

SAMMYE COAN BUILDING

2-STORY BRICK BUILDING

FFE=976.54

FFE=988.75FFE=991.21

FFE=991.16

FFE=991.12

FFE=1003.69

FFE=989.21

29"OAK

14"OAK

10"OAK

19"OAK

17"OAK

26"OAK

28"OAK

41"OAK

15"OAK

12"OAK

16"OAK

10"OAK

LP LP

11x8"MULBERRY 13x8"MULBERRY

CAMERA

FFE=989.27

FFE=976.46

FFE=976.50

FFE=990.92

1/2"R

HARDEE STREET

RBS

RBS RBS

38.50' N01°14'43"W

10.21'

N09°57'42"W 97.85'

N00°43'31"W

S88°34'57"E 282.33' N89°08'03"E 157.14' N89°13'03"E 468.15'

GA SPC WEST ZONE

N:1,365,414.48 E:2,244,452.65

POB~RBS

1/ 2"

RBR F

POC

RBR F

1/2"RBR FND

115.00'

114.77'

N 00°29'51"W

347.64'

S89°29'22"E 113.60' N89°29'22"W 849.12'

N 00°50'06"W

164.82'

974974

973 972 971 970 968

966 966

973972971

96996

975976

983984

991 99

0 989 98

1 98

3 97 2 97

972 971

981 982

986 987

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

TREE PROTECTION FENCE, TYP.

1CURB & GUTTER

8CURB & GUTTER

1CURB & GUTTER

8CURB & GUTTER

8 CURB & GUTTER

1 PLAYGROUND

1 TIMBER WALL

1SCULPTURE 1BENCH

1 BENCH

1CHAIN LINK FENCE &

ASSOCIATED GATES

1 FENCE1FENCE

1 BRICK PAVERS

1BRICK WALL

8 CURB & GUTTER

8 BUILDING

1 CANOPY

4GATE

8FENCE

1 POWER POLE/

LIGHT POLE

1 POWER POLE/

LIGHT POLE

1 CONCRETE WALK

1 CONCRETE PAD

1 GATE

1 CURB & GUTTER 4 STORM STRUCTURE

8 STORM PIPE

4 STORM STRUCTURE

1 CURB & GUTTER

1 CONCRETE WALK

1 STORAGE

BUILDING

4 STORM STRUCTURE

8 STORM STRUCTURE

1 CONCRETE WALK TO

NEAREST JOINT

1 CONCRETE WALK TO

NEAREST JOINT

1 POWER LINE

8 POWER POLE/

LIGHT POLE

1 CURB & GUTTER

1 POWER LINE

1 15' CHAIN-LINK

BASEBALL BACKSTOP FENCE

1 FENCE & WALL

CONTRACTOR SHALL DEMO PORTION OF

EXISTING WALL AND FENCING THAT TURNS

TOWARD EXISTING PARKING LOT. CONTRACTOR

SHALL MODIFY / RECONSTRUCT EXISTING WALL

AS NECESSARY TO TIE IN FLUSH WITH

PROPOSED WALL AT MAXIMUM 5% SLOPE.

1 WALL AND FENCING

8 CONCRETE

WALK

8 POWER POLE/

LIGHT POLE

8 CURB

& GUTTER

8 CONCRETE WALK

8 POWER POLE

8 GUY WIRE

8 POWER LINE

8POWER POLE

8POWER LINE

8 STEPS

8POWER POLE/

LIGHT POLE

8 POWER POLE/

LIGHT POLE

8 CURB & GUTTER

8 POWER LINE

8POWER POLE/

LIGHT POLE

1METAL BAR

8 CONCRETE WALK

8 STEPS

8 FENCE

8 WALL

1 CONCRETE WALK

8 POWER LINE

8FENCE

8STORM PIPE

8CONCRETE WALK

8 UNDERGROUND

GAS LINE

8CONCRETE APRON

8POWER LINE

8GATE

8 STONE WALL

1CURB &

GUTTER

8 UNDERGROUND COMMUNICATION

LINE

8 UNDERGROUND ELECTRICAL

LINE

8 POWER LINE

8 POWER POLE

8 GUY WIRE

8 UNDERGROUND GAS

LINE

8 GUY WIRE

8 POWER POLE/

LIGHT POLE

8 POWER LINE

8 STORM PIPE

8 SANITARY SEWER

LINE

1 STORM PIPE

1 STORM STRUCTURE

1POWER POLE

1 PILLAR

8 STORM PIPE

8 PILLAR

1 PILLAR

1 CONCRETE PAD

1CONCRETE WALK

TO NEAREST JOINT

8STEPS

8UNDERGROUND

WATER LINE

8 STORM PIPE

1 CONCRETE

WALK

4 STORM STRUCTURE

8 STORM PIPE

8STEPS

1 CURB & GUTTER

1 CONCRETE WALK

8 STEPS

1 ASPHALT

PAVING

8 CURB &

GUTTER

8 CONCRETE WALK

1ACCESSIBILITY SIGNAGE

1 PARKING SIGNAGE

8 FLAG POLE

8 CURB &

GUTTER

REFER TO STORM DRAINAGE PLAN

1 CURB

8 CANOPY 8 CURB

& GUTTER

4 MILL AND PAVE

ASPHALT

1BOLLARDS REFER TO STORM DRAINAGE PLAN

8TREES

NOTE: CONTRACTOR SHALL

MINIMIZE IMPACT TO

EXISTING TREES TO REMAIN.

4GREASE

TRAP TOPS

6 TO NEAREST JOINT8 CONCRETE WALK

NOTE: CONTRACTOR SHALL

FOLLOW TREES AT GRADE WITH

NO HEAVY MACHINERY

ALLOWED OUTSIDE OF THE

LIMITS OF DISTURBANCE.

6CURB & GUTTER

REFER TO ARCH. DRAWINGS FOR CANOPY

DEMO AND BUILD BACK PLANS

Architects Engineers, Inc.

2727 Paces Ferry Road SE Bldg 1 Suite 1800 Atlanta, Georgia 30339 T 770-933-9242

Board of Professional Engineers License No. PEF003227 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action.

Offices in Melbourne, Orlando, Atlanta, Lynnwood, Charleston and Huntsville

DOCUMENT HISTORY

DRAWING NO.

TITLE

PROJECT NUMBER

DRAWN BY

ARCH/ENGR OF RECORD

DATE

RELEASED FOR CONSTRUCTION

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1:3 1:0

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C O

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H os ea L

W ili am s

D r N

E, A tla nt a, G

P U

S C

H O

O L

C09451.002

06/12/2026

ALAN WIECZYNSKI

LA001471

1. CONTRACTOR SHALL REFER TO PHASING SECTION OF THE SPECIFICATIONS. ALL

DEMOLITION SHALL BE COORDINATED WITH PHASING.

2. WORK DONE AHEAD OF SEQUENCE OR FOR TEMPORARY PROVISIONS SHALL

HAVE EXISTING DISTURBED SURFACES PATCHED TO MATCH ORIGINAL

CONDITIONS UNTIL NEW CONSTRUCTION REPLACES SUCH REPAIRS OR

MODIFICATIONS.

3. CONTRACTOR SHALL PROVIDE NECESSARY EROSION CONTROL MEASURES

DURING THE DEMOLITION PHASE OF CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL ITEMS

REMOVED FROM SITE. DISPOSAL SHALL COMPLY WITH ALL FEDERAL, STATE,

AND LOCAL CODES. THERE SHALL BE NO ON-SITE BURIAL OF DEBRIS

GENERATED FROM CONSTRUCTION ACTIVITIES.

5. UNLESS OTHERWISE NOTED, EXISTING ITEMS WITHIN THE PROJECT LIMITS WILL BE

RETAINED IN PLACE AND PROTECTED FROM DAMAGE DURING THE

CONSTRUCTION PERIOD. ANY FACILITIES THAT ARE DAMAGED WILL BE

REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.

6. CONTRACTOR SHALL SAVE & PROTECT ALL BUILDINGS, FOUNDATIONS,

CANOPIES, FENCES, PLAY EQUIPMENT, ETC. ON THE PROPERTY, UNLESS

OTHERWISE NOTED. DAMAGE SHALL BE REPAIRED/REPLACED BY THE

CONTRACTOR AT NO COST TO THE OWNER.

7. CONTRACTOR SHALL SAVE AND PROTECT ALL EXISTING STORM DRAINAGE

STRUCTURES UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL FENCING WITHIN

LIMITS OF WORK UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL COORDINATE WITH OWNER THE REMOVAL ANY EXISTING

LANDSCAPE MATERIALS OR SITE FEATURES WHICH THE OWNER ELECTS TO

RETAIN.

10. CONTRACTOR SHALL ACCOMPLISH DEMOLITION WITHIN THE DRIP-LINE OF

EXISTING SPECIMEN TREES BY UTILIZING HAND LABOR PROCEDURES WITHOUT

DAMAGING THE ROOT SYSTEM OF TREE.

11. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN SAFE, CLEARLY MARKED

PEDESTRIAN ACCESS ROUTES TO ALL BUILDING ENTRANCES THROUGHOUT ALL

PHASES OF CONSTRUCTION.

12. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AT

ALL TIMES.

13. LIMITS OF CURB AND GUTTER DEMOLITION ARE SUBJECT TO THE NEAREST

CONSTRUCTION JOINT.

14. CURB AND GUTTER AND WALKS SHALL BE REPAIRED TO THE NEAREST

CONSTRUCTION JOINT.

15. CONTRACTOR SHALL PROVIDE ABRASION SAW CUTS PRIOR TO DEMOLITION

ADJACENT TO ALL PAVEMENT AREAS TO BE SAVED FAILURE TO PROVIDE A

CLEAN EDGE MAY RESULT IN ADDITIONAL DEMOLITION AND NEW PAVEMENT

INSTALLATION PAID FOR AND EXECUTED BY THE CONTRACTOR.

16. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OR

RELOCATION (AT HIS/HER EXPENSE) OF EXISTING ITEMS THAT CONFLICT WITH

NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL

AND/OR RELOCATION OF ALL ITEMS WHERE NEW PAVING IS LOCATED.

18. CONTRACTOR SHALL REPAIR TO EXISTING CONDITIONS ANY PAVING OR SITE

FEATURE DEMOLISHED OR DAMAGED DURING INSTALLATION OF NEW RAIN

LEADERS, UTILITIES OR OTHER NEW SITE FEATURES.

19. CONTRACTOR SHALL RELOCATE OR ADJUST AS NECESSARY ALL EXISTING

UTILITY APPURTENANCES (CLEAN OUTS, VALVE/METER BOXES AND/OR COVERS,

MANHOLES, ETC.) LOCATED WITHIN THE LIMITS OF CONSTRUCTION TO FINISHED

GRADE AT NO ADDITIONAL COST TO THE OWNER.

20. CONTRACTOR SHALL COORDINATE THE REMOVAL AND OR RELOCATION OF

EXISTING GAS AND WATER METERS, VALVES, LINES, POWER, TELEPHONE AND

CABLE LINES THAT SERVICE THE EXISTING BUILDINGS WITH THE APPROPRIATE

UTILITY COMPANIES.

21. CONTRACTOR IS RESPONSIBLE FOR REPAIRING IMMEDIATELY ANY DAMAGE TO

AN ACTIVE UTILITY.

22. REFER TO SITE UTILITY PLANS FOR RELOCATION, REMOVAL, ABANDONMENT,

AND/OR MODIFICATION OF ALL EXISTING PLUMBING FEATURES ON SITE.

GENERAL DEMOLITION NOTES

TO BE REMOVED BY CONTRACTOR OR AT THE

CONTRACTORS EXPENSE AND RETAINED FOR

REUSE AT THIS SITE

ASPHALT PAVEMENT REMOVAL LIMITS (DEMOLISH

& REMOVE PAVEMENTS TO SUBGRADE)

CONCRETE WALKS, CONCRETE STAIRS, CONCRETE

RAMPS, OR OTHER CONC. PAVEMENT REMOVAL LIMITS

(DEMOLISH & REMOVE PAVEMENTS TO SUBGRADE)

CONCRETE CURB AND GUTTER REMOVAL

(DEMOLISH AND REPAIR TO NEAREST

CONSTRUCTION JOINT)

SAVE & PROTECT DURING CONSTRUCTION

LIMITS OF CONSTRUCTION ACTIVITY

TO BE REMOVED BY THE CONTRACTOR OR AT

THE CONTRACTORS EXPENSE AND TURNED

OVER TO THE OWNER FOR REUSE

TO BE REMOVED, RELOCATED, MODIFIED OR

ADJUSTED BY OTHERS

RELOCATE AS NECESSARY (R.A.N.) AND/OR ADJUST

AS NECESSARY AT THE CONTRACTORS EXPENSE

TO BE REMOVED BY OWNER

SAW CUT LINE

MILL ASPHALT PAVING

TO BE REMOVED BY THE CONTRACTOR OR AT THE

CONTRACTORS EXPENSE

TREE SAVE AREA

SAW CUT

BUILDING STRUCTURE DEMOLITION LIMITS

(CONTRACTOR SHALL COORDINATE DEMOLITION

OF ALL BUILDING UTILITIES WITH ARCHITECT & MEP)

EXISTING TREE TO BE REMOVED

DEMOLITION LEGEND